PUBLIC HEALTH  ITEMS
S.No.	Description	Unit	SS Rate for            2003-2004
1	2	3	4
1	RATES OF LABOUR (SKILLED WORKMEN)
	1.  Caulkar	Per Day	As per common SSR
	2.  Plumber 1st Class	Per Day
	3.  Plumber 2nd Class	Per Day
	4.  Sewer Cleaner	Per Day
	5.  Well Sinker	Per Day
	6.  Pipe line Fitter 1st Class	Per Day
	7.  Pipe line Fitter 2nd Class	Per Day
	8.  Pump Driver	Per Day
	9.  Bore Mechanic	Per Day
	10. Light Vehicle Driver	Per Day
	Note:The rate at relevant item in common SSR is applicable for occasional employment.
2	RATES FOR WORK :
a.	Earth work excavation in all soils for pipe lines, for drainage and water supply, where the depth is 1.5 times or more than the width.		AS PER COMMON SSR
b.	Earth work excavation in all soils for pipe lines, for drainage and water supply, where the depth is less than 1.5 times the width.
c.	Earth work excavation in all soils for open trenches, for valve pits, inspection chambers, etc.
3. a.	Excavation of pipe line trenches for drainage and water supply in rock requiring blasting with initial lead and lift including cost of blasting materials where the depth is 1.5 times more than the width, in places where there is no habitation.
b.	Excavation of pipe line trenches for drainage and water supply in rock requiring blasting with initial lead and lift including cost of blasting materials where the depth is less than 1.5 times the width, in places where there is no habitation.
c.	Cutting rock for pipe line trenches by hammers, nuckles and chisels including stacking where the depth is 1.5 times or more than the width.
d.	Cutting rock for pipe line trenches by hammers, nuckles and chisels including stacking where the depth is less than 1.5 times the width.
e.	Cutting rock for works other than pipe lines trenches by hammers, nuckles and chisels including stacking.
f.	For contol blasting at restricted places		25% extra over relevant SSR item
	NOTE :-  Rock should be measured in solids. In case it is not possible, stacks should be made in which case 40% for voids to be deducted from the stack measurements.
4	Loading or unloading materials such as C.I. Pipes, PVC Pipes, AC Pressure Pipes, DI Pipes, SW Pipes, PVC Pipes, A.C/Specials less than 300 mm dia upto 4 m in length including stacking.
a.	C.I. Pipes/D.I. Pipes and fittings	Per Tonne	48.60
b.	A.C. Pipes & Specials	Per Tonne	40.50
c.	Stoneware pipes & Specials	Per Tonne	40.70
d.	P.V.C. Pipes and fittings	Per Tonne	40.00
5	Loading or unloading materials such as C.I. Pipes, DI pipes, SW pipes, AC pressure pipes & fittings/ specials from 300 mm to 600 mm dia upto 4 m in length including stacking.
a.	C.I. Pipes/D.I. Pipes and fittings	Per Tonne	60.80
b.	A.C. Pipes & Specials	Per Tonne	55.20
c.	Stoneware pipes & Specials	Per Tonne	55.50
6	Loading or unloading materials such as C.I. Pipes, DI pipes, PVC pipes, AC pipes less than 300 mm dia, above 4 m in length including stacking.
a.	C.I. Pipes/D.I. Pipes and fittings	Per Tonne	60.10
b.	A.C. Pipes & Specials	Per Tonne	55.20
c.	P.V.C. Pipes and fittings	Per Tonne	54.80
	Note:- For loading and unloading the above materials at Railway Stations, the rates may be adopted based on the competitive quotations or the hammalae charges if prevailing.
7	Loading or unloading materials such as C.I. Pipes, DI pipes, AC pipes from 300 mm to 600 mm above 4 m in length including stacking excluding 300 mm dia in length above 4 m length, including stacking.
a.	C.I. Pipes/D.I. Pipes and fittings	Per Tonne	72.90
b.	A.C. Pipes & Specials	Per Tonne	68.40
8. a.	Lowering the C.I. Pipes, D.I. Pipes and fittings with S/S ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/85.
	DIAMETER OF PIPE : (S/S Pipes) in mm :
	80	Per Metre	11.40
	100	Per Metre	11.40
	125	Per Metre	11.40
	150	Per Metre	11.40
	180	Per Metre	13.10
	200	Per Metre	14.80
	225	Per Metre	15.60
	250	Per Metre	16.70
	300	Per Metre	21.40
	350	Per Metre	38.70
	380	Per Metre	40.80
	400	Per Metre	42.00
	450	Per Metre	47.60
	500	Per Metre	51.30
	530	Per Metre	58.40
	560	Per Metre	64.00
	600	Per Metre	68.30
	650	Per Metre	70.70
	680	Per Metre	75.00
	700	Per Metre	83.10
	750	Per Metre	96.00
	800	Per Metre	111.20
	900	Per Metre	133.40
	1000	Per Metre	161.10
	1100	Per Metre	191.50
	1200	Per Metre	224.60
8. b.	Lowering the C.I. Pipes, D.I. Pipes and fittings with flanged ends carefully into the trenches and laying them true to alignment and gradient including all sundries, but excluding conveyance from source of supply as per BIS No.3114/85.
	DIAMETER OF PIPE : (D/F Pipes) in mm :
	80	Per Metre	13.90
	100	Per Metre	13.90
	125	Per Metre	13.90
	150	Per Metre	14.60
	180	Per Metre	14.90
	200	Per Metre	16.30
	225	Per Metre	17.40
	250	Per Metre	18.60
	300	Per Metre	23.70
	350	Per Metre	42.50
	380	Per Metre	43.80
	400	Per Metre	46.90
	450	Per Metre	52.20
	500	Per Metre	54.60
	530	Per Metre	60.90
	560	Per Metre	65.50
	600	Per Metre	71.40
	650	Per Metre	73.20
	680	Per Metre	79.20
	700	Per Metre	91.30
	750	Per Metre	103.20
	800	Per Metre	126.60
	900	Per Metre	152.90
	1000	Per Metre	181.10
	1100	Per Metre	212.60
	1200	Per Metre	247.70
9. a.	Jointing the C.I. / DI Pipes & fittings with S/S ends excluding cost of jointing materials such as lead or lead wool and hemp yarn but including sundries such as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to required pressure complete. As per BIS No.3114/85.
	DIAMETER OF PIPE : (S/S Pipes) in mm :
	80	Each Joint	36.30
	100	Each Joint	39.00
	125	Each Joint	56.20
	150	Each Joint	58.60
	180	Each Joint	68.00
	200	Each Joint	76.60
	225	Each Joint	86.50
	250	Each Joint	95.50
	300	Each Joint	112.10
	350	Each Joint	122.70
	380	Each Joint	140.70
	400	Each Joint	159.70
	450	Each Joint	177.50
	500	Each Joint	188.30
	530	Each Joint	204.50
	560	Each Joint	220.90
	600	Each Joint	253.50
	650	Each Joint	270.90
	680	Each Joint	275.40
	700	Each Joint	282.40
	750	Each Joint	307.90
	800	Each Joint	329.70
	900	Each Joint	383.20
	1000	Each Joint	434.50
	1100	Each Joint	490.00
	1200	Each Joint	539.30
9. b.	Jointing the C.I. Pipes, D.I. Pipes & fittings with Rubber Gasket, excluding the cost of the gasket but including all sundries filling with water with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.
	DIAMETER OF PIPE :  in mm :
	80	Each Joint	33.70
	100	Each Joint	36.20
	125	Each Joint	52.30
	150	Each Joint	54.60
	180	Each Joint	63.00
	200	Each Joint	72.40
	225	Each Joint	82.00
	250	Each Joint	89.00
	300	Each Joint	106.10
	350	Each Joint	114.40
	380	Each Joint	131.20
	400	Each Joint	150.50
	450	Each Joint	167.20
	500	Each Joint	177.40
	530	Each Joint	192.60
	560	Each Joint	208.10
	600	Each Joint	241.30
	650	Each Joint	257.90
	680	Each Joint	262.10
	700	Each Joint	268.80
	750	Each Joint	293.10
	800	Each Joint	313.90
	900	Each Joint	364.70
	1000	Each Joint	413.60
	1100	Each Joint	457.60
	1200	Each Joint	500.90
10	Jointing the C.I. Pipes, fittings and valves with flanged ends excluding cost of jointing materials such as bolts, nuts, rubber insertion, white lead and including filling with water with a water lead upto 500 m and testing to required pressure etc., complete as per BIS No.3114/85.
	DIAMETER OF PIPE :  in mm :
	80	Each Joint	43.70
	100	Each Joint	46.60
	125	Each Joint	67.20
	150	Each Joint	70.10
	180	Each Joint	81.70
	200	Each Joint	92.40
	225	Each Joint	105.20
	250	Each Joint	114.20
	300	Each Joint	136.80
	350	Each Joint	146.80
	380	Each Joint	167.90
	400	Each Joint	189.00
	450	Each Joint	211.90
	500	Each Joint	222.70
	530	Each Joint	245.50
	560	Each Joint	263.40
	600	Each Joint	302.20
	650	Each Joint	324.70
	680	Each Joint	328.50
	700	Each Joint	337.70
	750	Each Joint	368.40
	800	Each Joint	394.90
	900	Each Joint	458.30
	1000	Each Joint	550.40
	1100	Each Joint	586.00
	1200	Each Joint	646.00
11a	Lowering the RCC pipes carefully into the trench laying them true to alignment and gradient, jointing RCC pipes with cement joints including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., and testing including filling with water with a water lead upto 500 m as per BIS No.783/85.                                               per every 25 mm of  dia.	Per Metre	6.50
11b	Lowering the RCC S/S pipes carefully into the trenches, laying them true to the alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 metres excluding cost of rubber rings as per BIS No.783/85. Per every 25 mm of dia. per meter.	Per Metre	4.40
12	Laying, jointing of G.I.PVC/HDPE pipes and specials/fittings including excavation upto 0.5 m depth in all soils except rock requiring blasting and re-filling trenches after laying and jointing pipes.
a	G.I. PIPES :
	DIA in mm
	50	Per Metre	11.00
	40	Per Metre	11.00
	32	Per Metre	10.20
	25	Per Metre	10.20
	20	Per Metre	9.20
	15	Per Metre	9.20
b	PVC/HDPE pipes as per BIS No.7634 part-III/75 for PVC and BIS No.7634 part-II/75 for HDPE pipes.
	DIA in mm
	50	Per Metre	10.20
	40	Per Metre	10.20
	32	Per Metre	9.30
	25	Per Metre	9.30
	20	Per Metre	8.50
	NOTE :- (i) The above rates are applicable for the works in District only.
	(ii) If the depth of excavation is more than 0.5 m separate rates to be worked out.
13	Lowering & laying AC pressure pipes in ready made trenches true to alignment and gradient including all sundries but excluding conveyance from source of supply, as per BIS No.6530/72.                       Dia of Pipes in mm.
	80	Per Metre	6.50
	100	Per Metre	6.50
	125	Per Metre	6.50
	150	Per Metre	6.80
	200	Per Metre	8.30
	250	Per Metre	9.50
	300	Per Metre	11.60
	350	Per Metre	20.40
	400	Per Metre	22.90
	450	Per Metre	25.50
	500	Per Metre	30.40
	600	Per Metre	32.50
14	Jointing AC pressure pipes with AC couplings or CID joints complete with Rubber Rings including filling with water with a water lead upto 500 m and testing to required pressure, etc., complete but excluding cost of jointing materials and conveyance of pipes from source of supply as per BIS No.6530/72.                                                       Dia of pipes in mm .
	80	Each Joint	14.30
	100	Each Joint	19.90
	125	Each Joint	19.90
	150	Each Joint	22.90
	200	Each Joint	22.90
	250	Each Joint	30.60
	300	Each Joint	30.60
	350	Each Joint	34.50
	400	Each Joint	34.50
	450	Each Joint	40.00
	500	Each Joint	40.00
	600	Each Joint	46.00
15	Lowering and laying in ready made trenches true to alignment and gradient, jointing and testing of stoneware pipes excluding cost of jointing materials such as cement mortar and hemp yarn as per BIS No. 4127/83.DIA of Pipes in mm .
	100	Per Metre	17.30
	150	Per Metre	21.80
	200	Per Metre	24.30
	225	Per Metre	25.40
	250	Per Metre	29.00
	300	Per Metre	33.30
	400	Per Metre	37.10
	450	Per Metre	49.90
16	Lowering, laying, jointing & testing to Hydraulic Field test pressure including cost of water with minimum water lead of 500 M (Labour charges only) for PVC pipes excluding the cost of jointing materials. outer Dia of Pipes in mm.
	63	Per Metre	6.10
	75	Per Metre	6.60
	90	Per Metre	6.50
	110	Per Metre	7.00
	125	Per Metre	7.40
	140	Per Metre	7.60
	160	Per Metre	7.80
	180	Per Metre	8.20
	200	Per Metre	8.70
	225	Per Metre	9.10
	250	Per Metre	9.50
	280	Per Metre	10.00
	315	Per Metre	10.60
	NOTE:- For item 9 to 16 the element of testing charges is to be considered as 20% of the combined rate for laying, jointing and testing. This 20% shall be released only after satisfactory testing of the pipe line to the required pressure.
17	Labour charges for lowering and keeping in position of C.I. Sluice valves, reflux valves and scour valves.  Dia of Valve in mm.
	80	Each	17.10
	100	Each	22.50
	125	Each	29.50
	150	Each	34.90
	200	Each	64.70
	250	Each	87.40
	300	Each	132.50
	350	Each	223.70
	400	Each	274.40
	450	Each	359.30
18 a.	Labour charges for fixing Air Valves including boring the mains, threading the bore and fixing nipple etc., complete.  Dia of Air valve in mm.
	25	Each	48.30
	40	Each	55.30
	50	Each	58.40
	65	Each	62.30
	80	Each	68.40
	100	Each	80.30
	125	Each	124.50
	150	Each	136.10
18 b.	Labour charges for fixing Kinetic Air Valves with isolating Sluice valves, Double Air valves/ Air Cushion valve excluding cost of jointing materials such as bolts, nuts and rubber insertions etc., complete. Dia of Air Valve in mm .
	25	Each	48.00
	40	Each	55.00
	50	Each	58.10
	65	Each	62.00
	80	Each	68.10
	100	Each	79.90
	125	Each	123.90
	150	Each	135.40
19	Labour charges for fixing fire hydrants excluding cost of jointing materials.
	65 mm	Each	54.80
	80 mm	Each	68.20
20	Uprooting C.I./ DI  Pipes by melting the lead, loosening the joints, scraping the pipes, hoisting and keeping within a lead of 10 m but excluding earth work excavation and refilling. Dia of Pipes in mm.
	80	Per Metre	12.70
	100	Per Metre	18.00
	125	Per Metre	18.00
	150	Per Metre	19.00
	180	Per Metre	22.00
	200	Per Metre	23.00
	225	Per Metre	24.90
	250	Per Metre	27.60
	300	Per Metre	34.00
	350	Per Metre	53.00
	400	Per Metre	58.40
	450	Per Metre	63.70
	500	Per Metre	65.40
	600	Per Metre	74.60
21	Uprooting of RCC pipes including breaking the collars, loosening the joint, scraping the pipes, hoisting and keeping within a lead of 10 m but excluding earthwork excavation and refilling.
	Diameter of Pipes in mm
	100	Per Metre	6.60
	150	Per Metre	6.70
	225	Per Metre	9.00
	300	Per Metre	9.90
22	Removing GI/PVC/HDPE pipes and specials/ fittings and clearing.
	Dia of Pipes in mm
	50		50% of data of laying & jointing of GI/ PVC/ HDPE pipes and fittings of relevant PH item.
	40	Per Metre
	30	Per Metre
	25	Per Metre
	20	Per Metre
	15	Per Metre
23	Cutting C.I./ DI Pipes without water in mains.Dia of pipes in mm.
	80	Each cut	25.20
	100	Each cut	25.20
	125	Each cut	25.20
	150	Each cut	25.20
	180	Each cut	28.70
	200	Each cut	28.70
	225	Each cut	28.70
	250	Each cut	41.40
	300	Each cut	41.40
	350	Each cut	57.60
	380	Each cut	63.20
	400	Each cut	65.90
	450	Each cut	81.90
	500	Each cut	98.50
	530	Each cut	107.10
	560	Each cut	115.60
	600	Each cut	131.10
	680	Each cut	147.90
24	Cutting A.C. Pipes without water in mains.Dia of pipes in mm.
	80	Each cut	10.70
	100	Each cut	10.70
	125	Each cut	10.70
	150	Each cut	10.70
	200	Each cut	11.30
	250	Each cut	18.30
	300	Each cut	18.30
	350	Each cut	22.90
	400	Each cut	25.40
	450	Each cut	31.10
	500	Each cut	34.60
	600	Each cut	38.70
25	Drilling and tapping CI/ DI Main and fixing brass screw down ferrule and plug.
	10 mm to 20mm	Each Tapping	52.60
	25 mm to 40mm	Each Tapping	62.80
26	Cutting road surface including stacking of excavated materials for pipe line trench work.
	a) Cutting open B.T. road surface (as well as asphalt concrete upto 75 mm thick) including water bound macadam	10 Sqm	167.80
	b) Cutting open C.C. road surface	1 Cum	310.20
	c) Cutting open water bound macadam road including soiling	1 Cum	54.70
27	Bailing out water.(For PH item)
	a) Bailing out water from the pipe line trenches with oil engine driven pumpsets, including hire charges, fuel charges and wages for Driver and Helper.	HP/Hour	11.00
	b) Bailing out water from the pipe line trenches with Electric Driven pumpset including hire charges, current charges and wages for Driver and Helper.	HP/Hour	8.60
	NOTE:- The rate is payable on the total H.P. hours ignoring fractions less than 0.5 HP hour and rounding off 0.5 HP hour or more to the next higher integer.
28	Shoring and strutting of trenches for water and sewer main.
	a) Single Staging from (0 to 2.5 Mts.)	10 Sqm of Shoring area	498.00
	b) Double staging from (2.5 m to 4.5 Mts.)	10 Sqm of Shoring area	673.30
29	Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches.	10 RM	26.90
30	Excavation of trenches for infiltration galleries, syphon lines and connecting mains in all soils under water including all leads, lifts, shoring, strutting, bailing out water and removal of shoring and strutting materials, after completion of pipe line work.
	a) 0 to 1 m deep under water.	10 Cum	4051.00
	b) 1 to 2 m deep under water.	10 Cum	5803.00
	c) 2 to 5 m deep under water.	10 Cum	8376.00
	d) Beyond 5 m deep under water for every additional 1 m depth over item 'c'	10 Cum	1585.00
	NOTE:- The above rates do not include rock requiring blasting or chiselling
31	Laying and jointing glazed stoneware pipes including loose jointing with cement fillets and all other incidental charges for infiltration gallery, inclusive of bailing out water by pumping to keep the trench reasonably dry to facilitate the work excluding cost of stoneware pipes.
	a) 200 mm to 400 mm	Per Metre	199.70
32	Laying and jointing perforated RCC pipes inclusive of bailing out water and jointing with cement fillets and all other incidental charges for infiltration gallery inclusive of bailing out water by pumping to keep the trench reasonably dry to facilitate the work excluding cost of perforated pipes and collars.
	a) 200 mm to 600 mm	Per Metre	206.10
33	Centring and scaffolding charges for RCC members including all materials and labour charges for forming and dismantling                                                      a) for R C C Elevated Service Reservoir of staging up to 15 metre below L W L.
	1) Slabs for thickness (150 mm to 300 mm)	One Sqm of Centering area	722.20
	2) Slabs for thickness above (300 mm)		1443.80
	3) Side walls curved surfaces.		545.90
	4) Side wall straight surfaces.		485.50
	5) Dome.		591.40
	6) Roof Slab.		364.20
	7) Column footing.		398.10
	8) Column braces and beams		243.50
	9) Circular braces, ring beams & circular column.		266.80
	Note:- For RCC ELSR of staging above 15 m observed data may be worked out for the extra staging taking into consideration, the quantum of concrete to be lifted, extra scaffolding involved etc., and may be adopted in the working estimate after getting approval from the competent authority.
	b) For Ground level works :-
	1) Slabs	1 Sqm	As per Common SSR
	2) Beams & Lintels	1 Sqm
	3) Sun shades	1 Sqm
	4) RCC vertical walls of plane surface upto 3 m height such as ground level tanks clarifiers and sludge digesters etc.	1 Sqm	268.80
	5) RCC vertical walls of circular faces upto 3 m    height.	1 Sqm	337.20
	NOTE: Scaffolding for every extra height of 1 m or part thereof but not less than 0.5 m - 10 Sqm.	10 Sqm
34	Lift or delift of materials :
	a) Lifting of cement concrete for RCC elevated reservoir. For every 3 m height or part thereof over the initial lift of 5 m	1 Cum	49.30
	b) Delifting the materials such as stones, concrete etc., for concrete below ground level for construction of masonry ground level reservoirs, inspection wells, test wells and sump wells etc., for every 2 m depth or part thereof beyond the initial depth of 4 m from ground level	1 Cum	15.00
35	Labour charges for fixing ventilating shafts complete with all accessories.	Each	203.50
36	Labour charges for fixing water closets including fixing of foot rests (for all sizes).	Each	Relevant Common SSR item
37	Labour charges for fixing of flushing cistern including fixing of flush pipes, lead pipe, jointing etc., complete	Each
38	Labour charges for fixing wash hand basin including fixing of inlet and waste pipe connections etc., complete	Each
39	Fixing urinal with inlet and waste pipe connections etc., complete.	Each
40	Refilling the trench for pipe line with excavated earth including watering and tamping etc., complete	10 Cum
41 a	Extra allowance for isolated scattered works viz., valve pits, public fountains, meter pits and manholes etc., complete.	Each	25% extra over the cost of chamber.
41 b	Repairs to the existing mains, interconnections, replacement of valves/specials etc., including the cutting ,jointing, bailing out of water, drying, earth work execavation etc., complete.		100% extra over the cost of work
42	Removal of wet silt and sludge from sullage drains with aid of baskets and vessels.	10 Cum	479.70
43	Conveyance of C.I./ DI  Pipes, C.I. Special excluding loading, unloading and stacking.		As per separate sheet enclosed
44	Conveyance of RCC pipes including loading, unloading and stacking.		Deleted
45	Conveyance of Stoneware pipes inlcuding loading unloading and stacking.		As per local competitive quotations
46	Conveyance of A.C. pressure pipes and accessories including loading, unloading and stacking.		As per local competitive quotations
47	Conveyance of PVC pipes and accessories including loading, unloading and stacking.		Deleted
48	Well sinking in sandy and other loose soils under water either by manual labour, divers, or dredgers, weighting the top of staining to assist sinking etc., including dewatering and other incidental charges such as hire charges for mechanical equipment etc., complete upto 4 m internal dia.
	Upto 2 m below GL/m	Per metre	8060.00
	From 2 to 4 m below GL/m	Per metre	8827.00
	From 4 to 6 m below GL/m	Per metre	9978.00
	From 6 to 8 m below GL/m	Per metre	11251.00
	From 8 to 10 m below GL/m	Per metre	12437.00
	Note:-Below 10 m for every metre depth or part thereof add Rs.250/- per m. For higher dia, observed data is to be prepared and got approved.
49	Sinking in Hard strata other than rock but in soils like limestone, gravel, clay under water including, pumping dewatering, hire charges for mechanical equipment etc., complete.		Deleted
50	Open well excavation in various soils.		As per Common SSR
51	Rates for OHSRs/ELSRs including fixtures with a staging of 15 m.
a	Capacity in  500 Kilo litres	Per litre	3.90
b	Capacity in 1000 Kilo litres	Per litre	3.70
c	Capacity in 1500 Kilo litres	Per litre	3.60
d	Capacity in 2000 Kilo litres	Per litre	3.40
e	Capacity in 2500 Kilo litres	Per litre	3.20
	NOTE : -1) The above rates are applicable for reservoirs with independent footings and rate of Rs.3,000/- per tonne for cement and Rs.15,000/- per tonne for steel.
	2) For every m height of staging above 15 m or less than 15 m the rate shall be increased/reduced by Rs.0.02 paise per litre.
	3) For every Rs.100/- increase/decrease in price of cement per tonne increase/decrease the rate by 0.7%
	4) for every Rs.1000/- increase/decrease in price of steel per tonne, increase/decrease the rate by 2%
	5) Rate inclusion of three coats of epoxy paint to inner surface of the reservoir including roof dome.
	6) For intermediate ranges proportional rates may be adopted.
	7) The above rates be adopted for estimate purposes for construction of ELSR for a finished work including 2 coats of snowcem painting for external surfaces, lettering  fixing of all required fixtures, pipes, bends, valves etc., for pipe connections but excluding cost of pipes, bends and valves as per Departmental designs and drawings.
	8) The above rates are arrived considering a wind pressure  as per BIS No.875/88
	9) For tribal/Agency area, the above rates shall be increased by 5%
	10) Fixtures include.
	a) A balcony of 0.75 m width at floor slab level/ middle ring beam level with RCC/GI pipe hand railing.
	b) C.I. Manhole frame and cover : 0.60 x 0.6 m size  2 Nos.
	c) RCC Mosquito proof ventilators.
	d) RCC Finial - 1 No.
	e) RCC precast ladders 0.45 m wide - 2 Nos.
	f) RCC dog legged stair case of 1.00 m  width with hand railing - 1 No.
	g) RCC hand railing 0.75 m height alround at top of reservoir.
	h) Water level indicator of approved pattern - 1 No.
	i) Lightening arrestor with all its accessories complete including earthing - 1 No.
52	Rates for OHSRs/ELSRs including fixtures with a staging of 15 m.
a	40,000   Litres capacity	Per litre	9.30
b	40,001   to  60,000 Litres capacity	Per litre	7.00
c	60,001   to 1,00,000 Litres capacity	Per litre	6.50
d	1,00,001   to 2,00,000 Litres capacity	Per litre	5.70
e	2,00,001   to 3,00,000 Litres capacity	Per litre	5.30
f	3,00,001   to  4,00,000 Litres capacity	Per litre	4.70
g	4,00,001   to  4,50,000 Litres capacity	Per litre	4.10
	NOTE: -1) The above rates are applicable for elevated level services reservoirs (OHSRs) with independent footings and a rate of Rs.3,000/- per tonne for cement and Rs.15,000/- per tonne for steel.
	2) For every metre height of staging above 15 m or less than 15 m, the rate shall be increase/reduced by Rs.0.02 paise per litre.
	3) For every Rs.100/- increase/decrease in price of cement per tonne increase/decrease the rate by 0.7%
	4) For every Rs.1000/- increase/decrease in price of steel per tonne increase/decrease the rate by 2%
	5) Rate inclusive of  three coats of epoxy paint to inner surface of the reservoir including roof dome.
	6) For intermediate ranges proportional rates may be adopted.
	7) The above rates be adopted for estimate purposes for construction of ELSR for a finished work including 2 coats of snowcem painting for external surfaces, lettering, fixing of all required fixtures, pipes, bends, valves etc., for pipe connections, but excluding cost of pipes, bends and valves, as per departmental designs and drawings.
	8) The above rates are arrived considering a wind pressure as per  BIS No.875/88
	9) For Tribal/Agency area, the above rates shall be increased by 5%.
	10) Fixtures include :
	a) RCC or Aluminium ladder inside 0.45 m wide.
	b) Dog legged staircase of 1.0 m wide.
	c) M.S. Ladder/spiral on the outside.
	d) Lightening arrestor, including conductor and earthing etc.
	e) RCC ventilators with copper or stainless steel fly proof mesh.
	f) RCC finial ventilators with copper or stainless steel fly proof mesh.
	g) Manholes frame and cover 0.75x0.75 m with frame as per IS specifications (light duty) - 2 Nos.
	h) Railing with 32 mm dia G.I. Pipes (A class) in two rows around OHSR fixed in RCC (1:2:4) posts of size 100x75x75 mm with 1.5 m intervals around periphery on top of the OHSR for smaller capacities.
	i) Water level indicator of good quality with ebonite/ copper float approved pattern- 1 No.
53	Construction of rapid gravity filtration plant including civil, mechanical and electrical trial running etc., complete.
	1)  0 - 2.0 Mld capacity	Per litre	1.50
	2)  Above 2.0 & upto 5.0 Mld	Per litre	1.30
	3)  Above 5.0 & upto 10.0 Mld	Per litre	1.20
	4)  Above 10.0 & upto 20.0 Mld	Per litre	1.10
	5)  Above 20.0 Mld	Per litre	0.90
	NOTE: - a) The above rates are applicable with cement @ rate of Rs.3,000/-MT and steel of 15,000/MT.
	b) For every Rs.100/MT increase/decrease the price of cement increase/reduce the rate by 0.7%.
	c) For every Rs.1000/MT increase/decrease in price of steel increase/reduce the rate by 2%.
	NOTE:-The cement rate is to be checked with District Collector and R & B Dept. regularly and correction carried in respect of rates where use of cement is involved.